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Last Updated 03/18/2022 02:52 AM
Project Title

Overlay and Chip Seal Lodgepole Road Kalispell Area

Physical Address View project details and contacts
City, State (County) Kalispell, MT   (Flathead County)
Category(s) Heavy and Highway
Sub-Category(s) Hauling, Paving/Reconstruction
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

Contractor will provide all labor, equipment, materials, incidentals and traffic control necessary to produce, haul, place, tack and compact approximately 3,657 tons of 1/2” Commercial Plant Mix Grade S PG 64-28 asphalt mix material. The overlay shall be paved 0.15 feet thick and approximately 25 feet wide. Contractor will taper mill full width at both ends of the project, starting at 0.15 deep, tapering to 0.0 at 100’. Centerline rumble strips shall be re-applied full length at completion of overlay. Approximately 20 approaches and 1 turnout along this route will get 3’ aprons along them as per Project Manager direction. Include apron costs in plant mix item. Contractor shall provide all labor, equipment, materials, traffic control and incidentals necessary to produce, haul, place, roll and broom approximately 33,760 square yards of laid-in-place chip seal. The chip seal will be approximately 2.4 miles long and 24 feet wide. Contractor shall provide CHFRS-2P asphalt emulsion and Type 1 chips. Traffic control with pilot cars must be maintained until dusk or fading light each workday as determined by the Project Manager. The emulsion application rate for chip seals is estimated at 0.45 gallons per square yard. The cover material application rate is estimated at 25 pounds per square yard. Actual application rates will be based on the chip design and the actual field adjustments. If the cover material application rate of 25 pounds per square yard is not sufficient to provide a quality job, the Project Managers will jointly determine what the new application rate should be. Contractor must furnish a water truck for dust control and wetting of chips. Arrangements must be made by the Contractor for acquiring water for wetting and sweeping. It will be the responsibility of the Contractor to determine the centerline and place reflective tabs prior to the chip seal. Contractor shall be responsible for all private property damage claims resulting from performance of the tasks described above. The Department will provide final striping.

Details

Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 - Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 - Utilities, Storm Drainage Utilities, Storm Drainage Structures.
Division 41 - Material Processing and Handling Equipment.

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Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents